Summary for Test 2024-01-17-19-3
Test performed: CTM 521-June 2020Project Information
| Project Identifiers | Project ID: 995004 DEA: 060U0004 EFIS: 0615000296 |
|---|---|
| DIST-CO-RTE-PM | 06-FRE,KER-33,58-70.6/76.0,27.8 |
| Award Date | 09/13/2023 |
| Closeout Date | 05/09/2025 |
| Work Description | BRIDGE PREVENTIVE MAINTENANCE. |
| Location Description | FRESNO AND KERN COUNTIES IN FIREBAUGH ON ROUTE 33 FROM POSO CANAL BRIDGE TO COLONY MAIN CANAL BRIDGE AND NEAR MCKITTRICK ON ROUTE 58 AT MAIN DRAIN CANAL BRIDGE |
| QA Service Level | 1 (Verified on 07/27/2023) |
Sample Information
| Sample Taken Date | 01/17/2024 | Sample Unique Key | 19 |
|---|---|---|---|
| Will the laboratory/organization for which you are a member perform testing on this material sample? | Yes | Date that the sample was received by the laboratory/organization performing the testing | 01/18/2024 |
| Sample type | Department Acceptance | A brief description of the sample | High Early Strength Mix |
| The quantity of what the sample constitutes | 5cy | From where was the sample collected | Job Site |
| First name of sampler or witnessed by | Gerzon | Last name of sampler or witnessed by | Ceja |
| Title of sampler | ASR | Telephone number of sampler | 5599172487 |
| Laboratory sample identification | Linked DIME Sample ID | 2024-01-10-28 | |
| The fabricator/manufacturer/facility name | Outback Materials | Transportation Laboratory (TL) Number | |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | 42-0033 | |
| Structure name | Helm Canal | Bid Item | Not set |
Material Information
| Material Type | Concrete | The concrete mix design number | 85T3G49 |
|---|---|---|---|
| The truck number from where the sample was collected | 114 | The batch plant ticket number from where the sample was collected | 152635 |
| Concrete batch plant | Outback Materials | The fabricator/manufacturer designation for the sample | Mix |
| A detailed description of where the material sample was collected | wheelbarrow | Where the material sample would have been placed if not sampled | Columns |
| From Lot No. | Bag Lot No. |
Test Details
Test Details QR Code
Scan this code to open this Test Details view on another device.
Sample Details QR Code
Scan this code to open this Sample Details view on another device.
DIME Sample ID: 2024-01-17-19
DIME Test ID: 2024-01-17-19-3
Testing Lab: CT D06 - Millbrook Field Laboratory
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Test Release Date: 2024-01-24
Test Results
Unit system used?: US Units
Number of specimens: 3
Test performed: With no density determined
Input Type: Measured
Tester's full name: Gurjeet Litt
Date of test: 01/24/2024
Capped in accordance with?: ASTM C1231 - Unbonded Elastomeric Pad Cap
Average diameter of cylinder 1: 4.00 in
Average diameter of cylinder 2: 4.00 in
Average diameter of cylinder 3: 4.00 in
Maximum load on cylinder 1: 72530 lb
Maximum load on cylinder 2: 70160 lb
Maximum load on cylinder 3: 68290 lb
Type of fracture pattern of cylinder 1: 2
Type of fracture pattern of cylinder 2: 3
Type of fracture pattern of cylinder 3: 3
Comment on any defect in either specimen or caps (Max 250 Characters): no data
Correction factor for cylinder 1: 1.00
Correction factor for cylinder 2: 1.00
Correction factor for cylinder 3: 1.00
Age of specimen: 7 days
Age of specimen in hours: 0 hours
Cross sectional area of cylinder 1: 12.57 in^2
Cross sectional area of cylinder 2: 12.57 in^2
Cross sectional area of cylinder 3: 12.57 in^2
Compressive strength of cylinder 1: 5770.1 psi
Compressive strength of cylinder 2: 5581.5 psi
Compressive strength of cylinder 3: 5432.8 psi
Compressive strength (to nearest 10 psi): 5590 psi
General comments (publicly viewable) (Max 1000 characters): Required Strenght 4000 psi
Test was verified on 1/24/2024 ✔